HomeMy WebLinkAboutSHEETS LT 7MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP211233
Work Type: SepticTank Upgrade
Tax Code Number: 05106268000
Site Legal Address: SHEETS LT 7 G:1461
Site Mailing Address: 24019 PILLOW CIR, Chugiak
Owner: ALEXANDER CHERILYN A D
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
t»enr S
Uehartment
6/24/2021
6/24/2022
24418
Disposal Field Q Septic Tank Holding Tank Privy Private Well Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date:
Issued By: Date: 6
9
MUNICIPALITY OF ANCHORAGE
Community Development Department - Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-062-68
Property owner(s) Alexander, Cherilyn Day phone (720) 384-5970
Mailing address 24019 Pillow Circle, Chugiak, AK 99567
Site address 24019 Pillow Circle, Chugiak, AK 99567
Legal description (Sub'd., Block & Lot) Sheets L7
Legal description (Township, Range & Section)
Lot Size 24,418 Sq. Ft. Number of Bedrooms iJJ
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF) ❑x
(w/wo ADU)
Septic Tank
ElUpgrade
❑x
Duplex (D) ElHolding
Tank
F1Renewal
❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
N/A Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 22-5 Waiver Fees: _
Date of Payment: Ro� Z,2 i' Date of Payment:
Receipt Number: 00--'),411-3 Receipt Number:
Permit No. OSP 2-1 /2 3:3 Waiver No.
Permit App__- : - :
June 22, 2021
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
6/22/21
Subject: Sheets L7 – 24019 Pillow Cir
Septic tank replacement
Dear On-Site Services Engineer:
The septic tank on the subject lot is nearing the end of its useful life, and the owner would like to
proactively upgrade to a new septic tank. We are submitting this permit application for its
replacement.
The property is serviced by a private well that is located greater than 100’ from the proposed tank
location. The neighboring lots are serviced by a community well that is located greater than 200’
from the proposed tank location. Therefore, no conflicts exist between the proposed tank location
and any other well or septic system, on this lot or adjacent lots.
Please refer to the attached plan for the septic design. If this design is followed, there will be no
adverse impact to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211233, Deb Wockenfuss, 06/24/21
Benjamin Schiller
CE 12592R
EGISTEREDPROFES S I O N ALENGINEER
1"=50'
REMOVE EXISTING
TANK PER UPC
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
SHEETS SUB, LOT 7
FEET
0 50 100
NOTE:
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE
PROPOSED SEPTIC SYSTEM
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
SYSTEMS.
PILLOW CIRCLE
2-BDRM HOME
10' UTILITY EASEMENT
INSTALL NEW 1000 GAL
TANK W/20" MANWAY
EXISTING ABSORPTION
TRENCH TO STAY IN SERVICE
6/18/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211233, Deb Wockenfuss, 06/24/21
Municipality of Anchorage Page 1 __of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SN990156 PIDNumber: 051 -062-68
~ame: MM&M Contracting Wastewater System: ~ New [] Upgrade
AddreSS:p.o. BOX 670495 Chugiak, AK 9956 ABSORPTION FIELD
NO. of Bedrooms:
Phone; 688-1236 Three X3 Deep Trench [] Shallow Trench rnBed []Mound [3Other
LEGAL DESCRIPTION Soil Rating: . 8 GPD/Sq. Ft. I Total Depth from1 1 original. 5 ' grade:
Lot: 7 Block: S u~JlV~ ~r~ S Depth 1o pipe bottom from 0?ginal grade: G ravel depth beneath pipe
3 o 5 Ft. 8 i Ft.
Township: I Range: I Section: Fill added above original grade: Gravel length:
Ft. 3 6 ~ Ft.
WELL: [~ New [] Upgrade Gravelwidth: 3 ' Ft. Numbe,~of lines: DislaacebetweerHine~:_ Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Private 102 ~ Ft 101 ' Ft. 576 SO. Ft. ASTM D3034 PVC
-- Date Drilled: StaticWater Level: installer: Date installed: 9 / 1 / 99
Driller: Sullivan 6/22/99 58 ' Ft MM&M Contractin(
Yield: Casing Height ~Above Ground:
3 0 GPM I P"'~P S~t a,: Ft, 2 Pt.TAN K
SEPARATION DISTANCES X~ Septic [3 Holding [] S.T.E.P.
To Septic Absorption Lift Holding ~ublic/PriYateManufacturer: Capacib/in gallons:
We~h >100' >100' N/A N/A N/A Steel
Sudace >100' >100' N/A N/A N/A LIFT STATION - N/A
LOt > 5 ' > 10 ' N/A N/A N/A- Sizein gallons: I Uanufacturen
Foundation >5' >10' N/A N/A N/A "Pump on' leve] at:' I "Pump off' level at: i High water alarm at:
I
Remarks: BENCH MARl(
Assumed Elevation:1 0 0 . 0
ENeLNgA¢AS~L
Inspections pedormed by:
Depadment of Health and Human Se~ices approval
Reviewed and approved by: ~ ~/ /~/, ~Date: /o' ~- ~ 9
72-013 (Rev. 9/91) MOA 25
Municipality of Anchorage Page 2 of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, AK 99519-6650 343-4744
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number SW990156
PID No. 051-062-68
C3S2 S1
C4
TH1
Cl
Two
Bedroom
Home
TH2
%lternate
Site
Well
P/LLo / C/ROLE
PLAN AS-BUILT
SCALE 1" = 30'
A B
S1 14.3 40.0
S2 17.3 40.5
C3 20.9 41 . 1
C4 51.5 60.9
M1 47.6 59.2
Municipality of Anchorage Page 3 of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O, Box 196650 Anchorage, AK 99519-6650 343-4744
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number SW990156 PID No. 051-062-68
94.2
98.3
1,000
Gallon
Tank
94.1
97.0
Geotextile Fabric
9~ ~,8~ ~ cjg_ 83
Drainfield Rock
~ 85.9
79.0
I
PROFILE AS-BUI
HORIZONTAL SCALE 1" = 10'
NO VERTICAL SCALE
FROM : MMM CONTRACTING PHONE NO. : 6881238 Sep. 29 1999 09:10AM P2
.......... --' .....
. . :: :...?.:.., ,. ~ :, .
. '.' P,':: 5 ' . ., ':',.Y:5..::':~i':F: :,.. . :{ '~))'~'~ ':'~.t~,<,: ..... .. ''~ .~,.':%:.'.. ~: x?'Jl/A~C{..7~:
........... ' ........... [''s '" ......... ?'..""
· . .:: : .:.. i:.: ,:.: . ... "",:~ .oO~*~;~db~'.:': ~ ': · ' · :: · ;:~':~ ':': :.:..:> .'
5ULLI VAN :.WATER
OWNER OF LAND.~.N_,; /~.
ADDREBS
LEGAL bESORIPTION ~/~'T',~
PERMIT NUMBER ?__~_,/~. Date of Issue ~ .-J¢_-2.~'
TAX INDENTIFIOATION NUMBER D,'~I ' O6~- ~¢
I~ well Iooated at approved permit Io~atlen? ~ ~ No
Method of Ddllln0: ~aW ~ cabl~ tool
O~plh of wail: '/~ ~
O.~lfig Type ~_.WellThloknes~ ~ .~O inche~
Diameter ~ /( inches, depth_ /O,~ ...... feet
Liner Type;: ~ 5~¢
Casing Stlckup Above Ground: ~ feet
Stati~ Water Level (from ground level); ~ feet
Pumping level ......... feet affer~_hgs, pumping ..... gpm
Recover Rate: ~ O gpm
Method of Testing: .~ I ~
Well Intake Opening Type: ~en End '~ Open Hole
~ Screened; Stad feet Stopped feet
~ Pedoratlons Stad ,.]SPt~topped ,feet
Depth: from O rfC'et, to ~ feet
Pump intake Dap[h: feet
Pump Size ,hp Brand Name
Well Disinfected Upon Completion? ~e8 ~ No
Method,of Disinfection: ~ ~ ~/J~ ~ 0 ~
HOLE DATA
DEPTH
t'.%, L; I v t.b/
OCT 5 1999
Municipality et Anch,orage
Dept, Health & Human Services ......
............. D~,lo~s N~e.
ATTENTION: It lo the m~ponsibility of the properly owner to submit a ~py of the well log to tho proper au{ho~. Munlclpall~
of Anchorage: Depadment of Health & Human Se~icea and/or Depa~ment of Environmental Conse~atlon, MatSu Borough:
Depa~ment of Environmental ConseNatlon.
Received Time Sep,29, 9:01AM
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
¢07) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Jun 18, 1999
Expiration Date: Jun 17, 2000
Permit Number: SW990166
Legal Description: SHEETS LT 7
Design Engineer: 0014 Anderson Engineering
Owner Name: M M & M Contracting
Owner Address: PO Box 670495
Chugiak, AK 99567-
Parcel ID: 051-062-68
Site Address:
Lot Size: 24418 SQ. F'f'.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] SepticTank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( t 8AAC72 ) and Drinking Water Regulations ( 18AACS0 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 houm ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
June 10, 1999
Municipality of Anchorage
Department of Heath & Human Services
825 "L" Street
Anchorage, AK 99502-0650
Subject:
Lot 7, Sheets Subdivision
Septic System Design
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owners of Lot 7, Sheets Subdivision intend to oonstruet a two
bedroom home on the lot at the location shown on the attached Site Plan.
The septic system, however, will be sized for a three bedroom home. The
lot is currently served by a community water system which currently out
of compliance with ADEC and apparently poorly maintained. They
therefore intend to construct a well on the lot to serve the house. The
plat for the subdivision has been researched and contains nothing
indicating individual wells are not allowed in the subdivision.
We are hereby requesting a permit to construct a well and septic system
on the lot at the locations shown. Testholes placed on the lot revealed
poorly graded to well graded gravel with some silt. Percolation tests
performed indicated a rate of 10 to 12 minutes per inch. No groundwater
was encountered nor was any noted during the ensuing monitoring period.
We have therefore designed a deep absorption trench with an effective
depth of 8'. The distribution pipe will be placed at 3' below the surface
and the total depth of the system will be 11.5'.
The slope of the lot is fairly flat with only aslight grade from the north
to the south. All other lots in the area are served by the community water
system and no conflicts exist with the new well radius and any of the
adjoining septic systems. Most of the radius is contained on the lot and
within the road right-of-way.
Lot 7, Sheets Subdivision
June 10, 1999
Page Two
if the
1.
system is constructed as designed the following statements apply:
The system, if constructed as designed, will have no adverse impact
on the wells in the area or those to be constructed in the future.
The system, if constructed as designed, will have no adverse impact
on existing septic systems in the area or those to be constructed in
the future.
The system, if constructed as designed,
impact on reserved space, either surface
located in the area.
will have no adverse
or subsurface, on any lots
The system, if constructed as designed, will have no adverse impact
on drainage patterns in the area. The current drainage pattern will
be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
LOT 1
Area
LOT 2
Septic Area
LOT 3
I 36' Long X 3'
I Eff
TH1
_l
Wide x 8'
Absorption Trench
1,000 Gallon
Septic Tank
.ternate
Site
TH2
Two
HOme
/
/
/ Area
/
/
/
/
LOT 5
vacant
NOTE:
Well
No. Conflicts wi O~
Wells or Septic \
Systems in the Area..
LOT 6
eptic
SITE PLAN
SCALE 1"= 40'
LOT 7, SHEETS
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
Three Bedroom System Deep Trench System
Perc. Rate: 10 - 12 Min./inch 1,000 Gal. Septic Tank
Application Rate: .8 GPD/SF 8' Drainfield Rock
3 Bedrooms X 150 GPD / .8 GPD/SF = 562.5 SF of Absorption Area
562.5 SF/16 SF/ LF of Trench = 35.1 LF Trench Length
Therefore: Construct a Deep Absorption Trench System With One Lateral
36' in Length with 8' of Drainfield Rock Beneath the Lateral.
Distribution Pipe in Trench Placed at 3.5' Below the Original Ground
Surface. Total Depth to be 11.5' from Original Ground.
///~'~//J ~~ Natural
3' I '4 Backfill -
I ~ F/__ __ Geotextile
~" ~~"' ~. o~
~ '~ PVC (Slots Down)
8' '' ~
~ ~Drainfield
Rock
3'
NOTE:
Minimum 4' From Groundwater.
Maintain 10' Separation From Lot Line.
TYPICAL DEEP TRENCH SECTION
(NO SCALE)
Grade Area Over Trench to Drain Away.
2
3
5
6
?
8
10
11
Lot 7~ Sheets Subdivision
';2
13
14
15
16
17
18
19-
20
PT/OL
DATE PER
COMMSNTS Perc.
TESTHOLE NO. 1
GW
With Silt
Bottom of
Hole
SLOPE
WAS GROUND w ATF..R
SITE PLAN
S~e ~i~e ~l~n
I J
ii
IF Y~S. AT WHAT
None
I~.:6/9/99
/O
PERGOLA'TION R/,.T5 /~ Irnmu~,,mcn) P=..RC HOL5 DIAMETER _ ~"
Cavity presoaked prior to testing.
PERFORM=-D BY: _ I TIFY THJ, T THIS %;~.~T W;~5 p~J.qFORMSD Ih
Michael E. Anderson -.// _
ACCORDANCS~THA~STATSANDMUNICIPALGUID~INEStNSFFSCTONTH~SDAT~ DA7~_ 6////~
?
9
10
11
14
16-
1'7
18
19
2D
Municipality of Ancho~g.e
DEPARTMENT OF H~TH & HU~N SERVICES
8~ "L- StreeL Ancho~ge. AI~ ~02~
SOILS LOG -- PERCO~ON ~ST
Lot 7, Sheets Subdivision
DATE PERFO;
PT/OL
TESTHOLE NO. 2
GW
With Silt
Bottom of
Hole
LII
I I1¢
FII
III
III
I II
WAS GROUND WATE~
ENCOUNTERED?
IF YES, AT WHAT
None
Reading
No
/:/o
~:~0
SITE PLAN
I III I
s~e ~i~e ~14n
I'
-!
I 3'0
P=.RCOLATION RAT=. /~ (mmtnc:s/mc~) PF. RC HOLE. DIAMETER
TE..~T RUN BETWF. EN ' ~/ FT AND ~'-- FT
Perc. Cavity presoaked prior to testing.
Michael E. Anderson '~;/~
ACCORDANCE V~TH ALL S;ATE AND MUNICIPAL BUIDE/.IN[5 IN C-FFECT ON 7H15 DATE. DAT='
GREATER ANCtlOI<AGI:: ARI_A iJOROUG,,
L)epartlnent of [nvironmental QualiE.y
3330 "C" Street
Anchorage, Alaska 99503
S()II,S I,OG I)F,I'~OI,ATION 'I'I,],'4T
Performed for ..... _~.~,~t~G_._C~.~___~.~_C~)~kJ_~_~.~_t!,~_G ........... ;)ate Perfort~,e:J
Legal Descri pti on: ......... 1~_..-'K .......... ~-~ ..... ~_L)~Ik)~L~Jk)
This form reports: Soils log~ ..................... Percolation ~est
Del)~h
Feet
3~
zl -
5-
7-
8-
9-
10-
ll -
12-
13-
Was ground water encountered? __~.~_.O~ ..... If ,yes, at wilat depth?
Reading Date Gross Time Net l'ime ?e_pth__t_'_o__W~ate___r- Net i)rop
Percolation rate minute.
· Proposed installa~i~h-:-gb~a~te Pit Drain Field
~. ~ Oept'n'- ' or trench
•
• tc. Municipality of Anchorage °'4"'i'•
}e. ,
,rfi1t�r ',ri_
On-Site Water and Wastewater Program : `''
(907) 343-7904 ®t�E,Y
Certificate of On-Site Systems Approval
Parcel I.D. 0 1 -Ob Expiration Date: J 2 - 7
1. GENERAL INFORMATION
Complete legal description �► E t S LOT 7
Locatiton (site address)' _ q 0l cr ?:IL-1--co c- -
Current Property owner(s) 1L-°`'`/`!n/E COA,e,T fRL �Si!/Day phone 74 CS''
Mailing address .
Real Estate:Agent Day phone ��8 -S_70 ;,
2. TYPE OF DWELLING: , /
t n
g Sin jl+�•F8rnlly (w/wo ADU) a AUG �, g al/ s
❑ Duplex
ti
❑ Multiple Dwellings (Single Family and/or Duplex) �Q _---1->
�
3. NUMBER OF BEDROOMS: 3 `�6 3 L
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well g Individual Fr
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by- - Date: q/(/1 7
COSA to be r' -a y-•• o the engineer,unless otherwise requested by the engineer.
COSA Fee $ -a L, Waiver Fee $
Date of Payment V 3 ! Date of Payment
Receipt Number CW3lb Receipt Number
COSA# &SC -1375 Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm C-1/11 6: if/ EP,}--/1,- Phone -S SSQ�
Address /�
Engineer's Printed Name (/,r WfC2- t,5 -q-G 2,1}t2,..'NL' Date (7.&,‘" 17
.....
OF
Al
•
• 49T = ♦
6. DSD SIGNATURE
}� ♦ •
•
r•
1`' System#1 Approved for 3 bedrooms C +�es:G�:°8a•�•lzarini
; �+
:.
System#2 Approved for bedrooms �•41 ••••CE-13854 •• • .• *'�
Disapproved I;%pEsStP'i
Conditional approval for bedrooms, with the following stipulations:
: 0 ANCf��
VAP-o�R�P.� _
10 CIO
• 'tel"Ni Su-
By: '� (�— P --� Original Certificate Date: t — / 7
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work,
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet c • c
If more than 1 septic system is on the lot:
COSA Checklist# 1 of1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Legal Description: SHEETS LOT 7 Parcel ID:051-062-68
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# Well Log (YIN) Y
Date completed 6/22/99 Sanitary seal (Y/N) Y Wires properly protected (Y/N)Y
Total depth 101 ft. Cased to 101 ft. Casing height (above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 6/22/99 8/18/17
Static water level 58 ft. 64 ft.
Well production 30 g.p.m. +7.9 g.p.m.
WATER SAMPLE RESULTS:
Coliform f i) colonies/100 mL Nitrate �ci • 4 mg/L
D
Arsenic A/ l) ug/L Date of sample: / X16 /I7 Collected by: C&M ENGINEERING
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 9/1/99
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout (YIN) Y Depression over tank(Y/N) N High water alarm (Y/N) N
Date of pumping O 0,5/17 Pumper 5P^t17i4Ry rh i,1 S
C. ABSORPTION FIELD DATA
Date installed 9/1/99 Soil rating (g.p.d./ft2 0tibigears) 0.8 System typeTRENCH
Length 36 ft. Width 3 ft. Gravel below pipe 8 ft.
Total depth 11.5 ft. Eff. absorption area 576 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 8118117 Results (Pass/Fail)PASS For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 450 gal. New depth 0 in.
Elapsed Time: 1440 min. Final fluid depth 0 in. Absorption rate >= 450 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date N/A
D. LIFT STATION
Date installed -- Size in gallons -- Manhole/Access (Y/N) --
"Pump on" level at-- in. "Pump off' level at -- in. High water alarm level at -- in.
Datum -- Cycles tested -- Meets alarm&circuit requirements?--
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot +100 On adjacent lots +100
Absorption field on lot +100 On adjacent lots +100
Public sewer main +100 Public sewer manhole/cleanout +75
Sewer/septic service line +50 Holding tank +75
Animal containment areas +100 Manure/animal excrete storage areas +100
SEPTIC/HOLDING TANK ON LOT TO
Building foundation +5 Property line +5 Absorption field +5
Water main +10 Water service line +10 Surface water +100
Wells on adjacent lots+100
ABSORPTION FIELD ON LOT TO:
Property line +10 Building foundation +10 Water main +10
Water Service line+10 Surface water +100 Driveway, parking/vehicle storage +10
Curtain drain +50 Wells on adjacent lots +100
F. COMMENTS
LEACHFIELD PRE-SOAKED WITH +2K GALLONS PRIOR TO TEST
G. ENGINEER'S CERTIFICATION OF AL.1-1.1.1
t��‘l
•
I certify that J have determined through field inspections and .,r. ` ' :
review of Municipal records that the above systems are in !'r C-3 • •'ST
conformance with MOA COSA guidelines in effect on this date. * a,1' 9T '_ .
M !
Engineer's Printed Name CHARLES BALZARINI •
' • ` "
Date 8/20/17 ' fit
HA" ES G BALZARINI
(a• .e CE-13854
4"7 V7,20v1.7
PROFESSn
COSA canary sheet_2-6-15.doc
· ~ MUNIC] PALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I,D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
051-062'-68
GENERAL INFORMATION
Complete legal description
Lot 7,
Sheets Subdivision
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailing address
Agent
Address
MM&M Contracting·
P.O. Box 670495 Chugiak,
Day phone.
AK 99567
688-1236
Day phone
Day phone
Unless otherwise requested, HAA will beheld, f(~r pickup.
NUMBER OF BEDROOMS: Three ( 3 )
TYPE OF WATER SUPPLY:
XXX
Individual well
Community well
Public water ' "'
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system..
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE:
XXX
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
invest!gation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein, t further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date Of this inspection.
NameofFirm Anderson Engineering
Address P.O. BOX 240773 Anchoraqe, AK 99524
Engineer's signature ~'~"~., (~ ~
Phone
Date
522-7773
10/4/99
DHHS SIGNATURE
// Approved for "T~ ~. j~ ~
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto pumhasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections o,r,.analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
' Municipality of Anchorage OCT 04 3999~
DEPARTMENT OF HEALTH & HUMAN SERVICF~NIo~Au. ,~
Environmental Services Division ENVIRONMENIA~-S~-~v,~,.~,,
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
Legal Description:
A. WELL DATA
Well type Private
Log present (Y/N)
Total depth 102 '
Sanitary seal (Y/N)
Health Authority Approval Checklist
Lot 7, Sheets Subdivision ParcelI.D,: 051-062-68
Y
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed 6 / 22 / 99
Cased to 101 ' Casing height (above ground) 2 '
Y Wires properly protected (Y/N) Y
AT INSPECTION
FROM WELL LOG
6/22/99
Date of test
Static water level 58 '
Well production 3 0
WATER SAMPLE RESULTS:
Coliform 0
Date of sample: __ 9 / 2 9 / 9 9
B. SEPTIC/HOLDING TANK DA'rA
Date installed 9 / 1 / 9 9
Foundation cleanout (Y/N)
Date of Pumping _ New
C. ABSORPTION FIELD DATA
g.p.m.
Nitrate .989 mg-/L Other bacteria 0
Collected by:. MEA
g.p,m,
Tanksize 1 ¢ 000 Numberof Compartments 2 Cleanouts (Y/N)_y
Y Depression (Y/N) N High water alarm (Y/N) N
Pumper Construction
Date installed 9/1/99 Soil rating (g.p.d./fF or ft2/bdrm) .8
Length 3 6 ' .Width 3 ' Gravel thickness below pipe
Effective absorption area 5 ? 6 SF Monitoring Tube present (Y/N) ¥
Date of adequacy test __New C~rm~-: __Results (Pass/Fail)
Fluid depth in absorption field before test (in,); __
Fluid depth (ins) Minutes later:.
Peroxide treatment (past 12 months) (Y/N) N
.System type Deep Trench
Total depth_Il,5' _
Depression over field (Y/N) N
For
Immediately after
Absorption rate =
If yes, give date
gal. water added (in.):
g,p.d.
N/A
bedrooms
72-026 (Rev. 3/96)*
F,
LIFT BTATION - None on Lot
Date installed
Manhole/Access (Y/N)
High water alarm level at* *Datum
Cycles tested
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot > 1 0 0 '
Absorption field on lot > 1 0 0 '
Public sewer main N/A
Sewer/septic service line > 25 '
Size in gallons
"Pump on" level at*
"Pump off" level at*
On adjacent lots > 1 00 '
On adjacent lots > 100 '
Public sewer manhole/cleanout N/A
Lift station N / A
Wells on adjacent lots
Water main/service line
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation > 5 ' Property line ;, 5 ' Absorption field
Water main/service line > 1 0 ' Surface water/drainage > 1 0 0 '
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line ;~ 1 ~) ' Building foundation > 1 0 '
Surface water > 100 '
Curtain drain None Noted on Lot
ENGINEER'S CERTIFICATION
I certify that I have determined ~
in conformance with MOA HAA guidelines in effect on this date.
Signature ~/~-~-ff~ ~~'~
Engineer's Name Mi ~ha~l ~ ~o~n D ~
Date 10/4/99
l~riveway, parking/vehicle storage area
Wells on adjacent lots > 1 0 0 '
HAA Fee $,
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number